Timber Structures, Inc. v. C. W. S. Grinding & MacHine Works

229 P.2d 623, 191 Or. 231, 25 A.L.R. 2d 1358, 1951 Ore. LEXIS 199
CourtOregon Supreme Court
DecidedMarch 28, 1951
StatusPublished
Cited by42 cases

This text of 229 P.2d 623 (Timber Structures, Inc. v. C. W. S. Grinding & MacHine Works) is published on Counsel Stack Legal Research, covering Oregon Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Timber Structures, Inc. v. C. W. S. Grinding & MacHine Works, 229 P.2d 623, 191 Or. 231, 25 A.L.R. 2d 1358, 1951 Ore. LEXIS 199 (Or. 1951).

Opinion

TOOZE, J.

This is a suit by Timber Structures, Inc., as plaintiff, against C. W. S. Grinding & Machine Works, an Oregon corporation, as defendant, to foreclose a lien for labor on lots 5 and 8, block 78, Couch’s addition to the city of Portland. From a decree in favor of plaintiff, defendant appeals.

Plaintiff is a Delaware corporation, with its main plant and home office located in Portland. It also operated a plant in Seattle. It is chiefly engaged in designing, fabricating, and erecting structural timbers, including those of substantial size and load capacity. A large portion of its operation is devoted to pro *236 duetion of laminated beams of tbe type involved in this suit.

Defendant is the owner of lots 5 and 8, block 78, Couch’s addition to the city of Portland, and in March, 1946, one C. Ed Rath was the builder under a contract with defendant for the construction of the building known as “C. W. S. Grinding & Machine Works” on said lots. As a part of such construction certain beams and columns were necessary.

On March 14,1946, Eath placed an oral order with one William E. Welch, a salesman for plaintiff, for certain laminated and sawn beams and columns. Upon receiving such order the first step taken by plaintiff was to have its engineering department prepare drawings showing required size, length, and load capacity of the proposed beams and columns. These specifications were approved by Eath. Thereupon, a sales order was prepared, dated March 30,1946. The price agreed upon for the labor and materials involved was $4395.00. Later, a change in the size of the laminated beams was agreed upon, and the contract price was thereupon reduced $491.00, leaving a final contract price of $3904.00.

The order placed by Eath called for the following:

“Item No. Quantity Description
“1 7 Glued laminated beams designed for 20' spacing, 40# live load, 10# dead load, 7000# concentrated load at any point, size— 14%" x 2914" — 50'
“2 1 12"xl8" — 18' Sawn Beam
“3 2 12"xl8" — 16'Sawn Beams
“4 3 10"xl2" — 16' Columns
“5 2 8"x 8" — 8'Columns”

*237 The contract, as shown on the sales order, also included the following:

“All necessary hardware needed for complete erection of the above material.
“All erected in place as per Timber Structures, Inc., drawing #7963-1, * * *
“Lumber in glued laminated beams to be dry and suitable for glueing, Para. 215 or Btr., Douglas Fir.
“Erection based on truck crane operation inside building. ’ ’

The structural timbers above described were not carried by plaintiff in stock, and they had to be specially built and adapted to the particular needs of the building being constructed for defendant. The material for the sawn beams and columns called for by the contract had to be purchased by plaintiff for this particular job. By scientific determination the timbers were designed to satisfy the needs of the particular building in terms of the smallest dimensions and the least material that would accommodate the load capacity, and also satisfy the other requirements of the building.

What is involved in the fabrication of a laminated beam, as well as in the making of the sawn beams and columns, is best described in the testimony of D. F. Blinder, secretary of plaintiff corporation.

He testified:

“The engineering department determines the proper size of the beam to carry the load that’s called for, then it is determined the most economical shape of that beam to carry such a load, the width and the depth and so forth in their relations; after that it is determined the type, of lumber that is required, whether it is all high stress grade or whether some other grade may be used for the reason that, *238 from an engineering standpoint certain sections of the beam require a higher grade of lumber and a higher stress is developed in certain sections than in other sections. Next is determined the size of the individual pieces that go into the beam, whether they should be nominal one inch or whether they should be nominal two inch and so forth and the widths to use to make them, also the number of laminations. After that is all determined, the stock is selected from a stock pile or the material is ordered and developed for the job by the proper drying, with the proper moisture control clear through. And the surfacing — that is it is necessary that to do the proper job in gluing the surface must be smooth. The next thing is the scarfing, to make a long board out of a number of short ones.
“ * * *
“Scarfing? Scarfing is beveling the ends of a board of a slope of 1-12 so that the beveled ends of two boards are laid together and during — in that space of sixteen or eighteen inches they are glued together which makes a board the same thickness at the splice. It is splicing boards together and in that method of scarfing so that the board is the same thickness at all places. After that the boards are spread with glue, run through a glue spreader and laid up in clamps and left for the required period of time after which they are taken out of the clamps and they are put through the surfacer, through a planing mill or a planer. From there they go to the fabricating shed and are trimmed and bored to take the fittings and connections to fasten them into the final job according to the details that are made by the engineering department, and that’s about it.
“ * * *
“Q. And what is your process of drying the lumber used in the manufacture of laminated beams ?
“A. It is by the latest Moore circulating dry kilns.
*239 “Q. * * * How do you negotiate the dressing of this lumber after it’s been dried and selected for a particular job; is that done by machine?
‘ ‘ A. That is put through a planer, yes.
“Q. And then you’ve said that after the faces are dressed that the glue is spread on them. How is that glue spread, Mr. Kinder?
“A. Well, it is put through a glue spreader made especially for that, with large rolls faced with rubber, with corrugations, to determine the proper amount of glue that goes on, and run by power. The board is run through the glue spreader and the glue is spread on one side or two sides, whichever is required. ”

The witness then testified that the laminated beams weigh slightly less than sawn beams, and that each of the laminated beams weighed approximately five thousand pounds.

Describing the process of fabricating the sawn beams and columns, the witness testified:

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Bluebook (online)
229 P.2d 623, 191 Or. 231, 25 A.L.R. 2d 1358, 1951 Ore. LEXIS 199, Counsel Stack Legal Research, https://law.counselstack.com/opinion/timber-structures-inc-v-c-w-s-grinding-machine-works-or-1951.